TECHNICAL PAPERS
Apr 15, 2011

Use of Interwire Ultrasonic Leakage to Quantify Loss of Prestress in Multiwire Tendons

Publication: Journal of Engineering Mechanics
Volume 137, Issue 5

Abstract

This paper presents a technique developed on the basis of ultrasonic guided waves to monitor prestress levels in multiwire prestressing strands. The transducer layout identified for stress measurement is composed of an ultrasound excitation provided by a piezoelectric element bonded on a peripheral wire. Ultrasound detection is performed on the central and peripheral wires at the strand’s end. The ultrasonic feature used for stress monitoring is the interwire leakage between the peripheral and the central wire, occurring across the strand anchorage. A semianalytical finite-element analysis is first used to predict modal and forced wave solutions in seven-wire strands as a function of the applied prestress level. The numerical analysis accounts for the changing interwire contact as a function of applied loads and predicts the attenuation occurring in loaded strand when the wave travels across the anchorage. Results of load monitoring in free strands during laboratory tests are then presented. Finally, a statistical approach is used to enhance the sensitivity of the technique to stress level in the strands. The study presented focuses on unbonded tendons. However, the final goal of the research is to monitor prestress loss in bonded tendons that are found in the majority of the bridges built in California.

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Acknowledgments

The strand monitoring project is funded at UCSD by the California Department of Transportation under contract # CADOT59A0538.

References

Bartoli, I., et al. (2007). “SAFE modeling of waves for the structural health monitoring of prestressing tendons.” Proc. SPIE, 65320D, Society of Photo-optical Instrumentation Engineers, San Diego.
Bartoli, I., Marzani, A., Lanza di Scalea, F., and Viola, E. (2006). “Modeling wave propagation in damped waveguides of arbitrary cross-section.” J. Sound Vib., 295(3–5), 685–707.
Beard, M. D., Lowe, M. J. S., and Cawley, P. (2003). “Ultrasonic guided waves for inspection of grouted tendons and bolts.” J. Mater. Civ. Eng., 15(3), 212–218.
Chase, S. B. (2001). “Smarter bridges, why and how?” Smart Mater. Bull., 2001(10), 9–13.
Chen, H.-L., and Wissawapaisal, K. (2002). “Application of Wigner-Ville transform to evaluate tensile forces in seven-wire prestressing strands.” J. Eng. Mech., 128(11), 1206–1214.
Cunha, A., Caetano, E., and Delgado, R. (2001). “Dynamic tests on large cable-stayed bridge.” J. Bridge Eng., 6(1), 54–62.
Ervin, B. L., Kuchma, D. A., Bernhard, J. T., and Reis, H. (2009). “Monitoring corrosion of rebar embedded in mortar using high-frequency guided ultrasonic waves.” J. Eng. Mech., 135(1), 9–19.
Giurgiutiu, V. (2005). “Tuned Lamb wave excitation and detection with piezoelectric wafer active sensors for structural health monitoring.” J. Intell. Mater. Syst. Struct., 16(4), 291–305.
Hayashi, T., Song, W. J., and Rose, J. L. (2003). “Guided wave dispersion curves for a bar with an arbitrary cross-section, a rod and rail example.” Ultrasonics, 41(3), 175–183.
Kwun, H., Bartels, K. A., and Hanley, J. J. (1998). “Effect of tensile loading on the properties of elastic-wave in a strand.” J. Acoust. Soc. Am., 103(6), 3370–3375.
Lanza di Scalea, F., Rizzo, P., and Seible, F. (2003). “Stress measurement and defect detection in steel strands by guided stress waves.” J. Mater. Civ. Eng., 15(3), 219–227.
Machida, S., and Durelli, A. J. (1973). “Response of a strand to axial and torsional displacement.” J. Mech. Eng. Sci., 15(4), 241–251.
Parker, D. (1996). “Tropical overload.” New Civ. Eng., Dec., 18–21.
Reis, H., Ervin, B. L., Kuchma, D. A., and Bernhard, J. T. (2005). “Estimation of corrosion damage in steel reinforced mortar using guided waves.” J. Pressure Vessel Technol., 127(3), 255–261.
Rizzo, P., and Lanza di Scalea, F. (2004). “Wave propagation in multi-wire strands by wavelet-based laser ultrasound.” Exp. Mech., 44(4), 407–415.
Tabatabai, H., Mehrabi, A. B., and Yen, W. P. (1998). “Bridge stay cable condition assessment using vibration measurement techniques.” Proc. SPIE, 3400, Society of Photo-optical Instrumentation Engineers, 194–204.
Wang, M., Lloyd, G. M., and Hovorka, O. (2001). “Development of a remote coil magnetoelastic stress sensor for steel cables.” Proc. SPIE, 4337, Society of Photo-optical Instrumentation Engineers, 122–128.
Washer, G. (2001). “The acoustoelastic effect in prestressing tendons.” Ph.D. dissertation, Johns Hopkins Univ., Baltimore.
Watson, S. C., and Stafford, D. (1988). “Cables in trouble.” Civil Eng., 58(4), 38–41.
Weischedel, H. R. (1995). “Quantitative nondestructive in-service evaluation of stay cables of cable-stayed bridges: Methods and practical experience.” Proc. SPIE, 2456, Society of Photo-optical Instrumentation Engineers, 122–128.
Woodward, R. J. (1988). “Collapse of Ynys-y-Gwas bridge, West Glamorgan.” Proc. Institution of Civil Engineers, 84, London, 635–669.
Worden, K., Manson, G., and Fieller, N. R. J. (2000). “Damage detection using outlier analysis.” J. Sound Vib., 229(3), 647–667.
Worden, K., Sohn, H., and Farrar, C. R. (2002). “Novelty detection in a changing environment: Regression and interpolation approaches.” J. Sound Vib., 258(4), 741–761.

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Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 137Issue 5May 2011
Pages: 324 - 333

History

Received: Oct 18, 2009
Accepted: Oct 22, 2010
Published online: Apr 15, 2011
Published in print: May 1, 2011

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Authors

Affiliations

Ivan Bartoli [email protected]
Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, Drexel Univ., 3141 Chestnut St., Curtis Hall 251, Philadelphia, PA 19104 (corresponding author). E-mail: [email protected]
Salvatore Salamone
Assistant Professor, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, 230 Ketter Hall, North Campus, Buffalo, NY 14260.
Robert Phillips, S.M.ASCE
Graduate Student, NDE and Structural Health Monitoring Laboratory, Dept. of Structural Engineering, Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085.
Francesco Lanza di Scalea
Professor, NDEand Structural Health Monitoring Laboratory, Dept. of Structural Engineering, Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085.
Charles S. Sikorsky
Program Manager, Division of Engineering Services, California Dept. of Transportation, 1801 30th St., P.O. Box 168041, Sacramento, CA 95816-0001.

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